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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
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Phoniex University
Oct-2001 - Nov-2016
Refer to Figure 15.51. Using the soil parameters given in Problem 15.7, find the height of the slope, H, that will have a factor of safety of 2.5 against sliding. Assume that the critical sliding surface is a plane.
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Problem 15.7
For the finite slope shown in Figure 15.51, assume that the slope failure would occur along a plane (Culmann’s assumption). Find the height of the slope for critical equilibrium. Given: ß = 58°, ϒ = 16.5 kN/m3, φ = 14°, and c’ = 28 kN/m2.
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